A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.45 in.² and a lengthof L₁ = 85 in. Bar (2) has an area of A₂ = 0.45 in.² and a length of L2 = 80 in. Bar (3) has an area of A3 = 0.19 in.² and a length of L3 = 40in. The loads and angles are P = 24 kips, a = 30°, Q = 10 kips, ß = 56°, and R = 11 kips. Determine the vertical deflection of end A.PBDBA(1)(2)VRUOL₁L2L3

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A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.45 in.² and a length of L₁ = 85 in. Bar (2) has an area of A₂ = 0.45 in.² and a length of L₂ = 80 in. Bar (3) has an area of A3 = 0.19 in.² and a length of L3 = 40 in. The loads and angles are P = 24 kips, a = 30°, Q = 10 kips, ß = 56°, and R = 11 kips. Determine the vertical deflection of end A. P D B V A (1) (2) R U L₁ L2 L3

A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.45 in.² and a length of L₁ = 85 in. Bar (2) has an area of A₂ = 0.45 in.² and a length of L₂ = 80 in. Bar (3) has an area of A3 = 0.19 in.² and a length of L3 = 40 in. The loads and angles are P = 24 kips, a = 30°, Q = 10 kips, ß = 56°, and R = 11 kips. Determine the vertical deflection of end A. P D B V A (1) (2) R U L₁ L2 L3

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.45 in.² and a length
of L₁ = 85 in. Bar (2) has an area of A₂ = 0.45 in.² and a length of L2 = 80 in. Bar (3) has an area of A3 = 0.19 in.² and a length of L3 = 40
in. The loads and angles are P = 24 kips, a = 30°, Q = 10 kips, ß = 56°, and R = 11 kips. Determine the vertical deflection of end A.
P
B
D
B
A
(1)
(2)
VR
U
O
L₁
L2
L3

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